Slope Stability Analysis of Earth-Rockfill Dams Using MGA and UST. (10th June 2015)

• Record Type: Journal Article
• Authors: Nansheng, Li; Bo, Tang; Lihui, Xie
• Other Names: Spyrou Kostas J. Academic Editor.
• Is Part Of: Journal of computational engineering. Volume 2015(2015)
• Publication Date: 2015-06-10
• Subjects: Engineering mathematics -- Periodicals; Engineering -- Mathematical models -- Periodicals; Engineering -- Mathematical models; Engineering mathematics; Periodicals; 620.00285
• DOI: 10.1155/2015/895142
• Languages: English
• ISSNs: 2356-7260

Abstract

Abstract : The nonlinear Unified Strength Theory ( UST ), which takes into account the effect of intermediate stress and nonlinear behavior on geotechnical strength, is applied in slope stability analysis of earth-rockfill dams ( ERD ) in this paper. The biggest drawback for general determination of slip surface is that it must presuppose the shape of slip surface and is unable to identify the critical noncircular slip surface more accurately. This paper proposes an optimal analytic model of slope stability analysis of ERD and employs modified genetic algorithm ( MGA ) to search for the slip surface on the basis of shear failure criteria of the nonlinear UST without prior assumption of the shape of slip surface. The application of MGA dependent on Matlab toolbox to the slope stability analysis of ERD shows that MGA can consequently overcome the weakness of easily falling into local optimal solutions brought by general optimal algorithms.